1) the second stress
二类应力
2) stress of the second kind
第二类应力
3) the second kind of prestress loss
第二类预应力损失
1.
This paper supposes that the friction and anti-friction is equal,the second kind of prestress loss considering anti-friction effects is deduced when the bars shrink.
假定正、反摩阻力相等,对考虑钢筋回缩时反摩阻作用下的第二类预应力损失进行推导,得出了合理的计算公式,算例计算结果与实测情况相当吻合。
4) stress classification
应力分类
1.
Comparison Between the Stress Classification and the Reinforcement Design Methods at the Opening Nozzles of a Pressure Vessel;
压力容器开孔接管处的应力分类及补强设计方法的比较
2.
The state of complicated stress was analyzed and suggestions for assessing the stress classification of the finite element analysis result of the large openings were put forward.
针对内压容器壳体在开孔部位尤其大开孔接管部位有很大的应力集中现象,从应力分类的基本原理出发,分析了开孔边缘的复杂应力状态,并对大开孔有限元应力分析结果的应力分类评定提出建议。
3.
The elastic "Design by Analysis" methods focus on stress classification approaches,such as the Stress Equivalent Linearization,the Two-Step Approach,the Primary Structure method,the Elastic Compensation method,and the GLOSS R-Node method.
基于弹塑性理论的分析设计方法回避了弹性方法中应力分类法的实现难点等局限性,并已被编入欧盟的设计标准和美国的A SM E规范。
5) secondary stress
二次应力
1.
The off-specification of secondary stress of coke drum overhead gas line in delayed coking unit is analyzed.
分析了焦化装置焦炭塔顶挥发线运行时二次应力超标现象的产生原因,由于挥发线管道自重很大,易产生一次应力超标。
2.
In order to direct the remained ore recovery of pillars and treatment of the mined out area, the secondary stress change of ore pillar and wall rock at 420 and above levels in Suichang Gold Mine of Zhejiang Province is monitored by photoelastic stressmeter, and the long-term monitor-site for stability of mined-out area is established.
采用光应力计监测遂昌金矿 42 0及以上中段矿柱与围岩的二次应力变化 ,建立采空区稳定性长期观测网点 ,以指导矿柱的回收及空区处理。
3.
However, in the pressure vessel design codes, the thermal stress is identified as the secondary stress.
管道设计规范中所述的位移应力包括温差、端点位移等荷载产生的应力,而在容器设计规范中将温差引起的应力归为二次应力。
6) biaxial stress
二维应力
1.
It is well known that concrete will fail in the form of cracking and sliding for the uniaxial tension and compression,the failure model can also occur in biaxial stress state,and the strength criterion that can represent the cracking and sliding is also proposed.
混凝土破坏起因于两种不同裂缝形态,即张开型裂缝和滑移型裂缝,二维应力状态下混凝土的破坏可分为拉伸破坏和剪切破坏,由此发展了一类混凝土二维强度准则模型,其参数可通过混凝土二维受压时的最大强度和相对应的应力比及受压强度影响系数确定;同时,该模型能反映混凝土破坏特征,可分别与已有强度准则和试验结果具有相近的结果,并便于工程应用。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条